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12810 SW MORNINGSTAR DRIVE 3AW( UVISONIN»OW MS OIQZI E 0 a c� z z o 0 N W � J 12810 SW MORNINGSTAR DR Page No. 1 CASE HISTORY FOR CASE NO. : M8197-0539 KRAVCHENKO, SEROET 12810 SM MORNINnSTAR DR 03/10/99 Action Description Fey/ Schd/ End/ Action Notes Disp 91• Update Upd Code Sent Done Dore Da:e By MSTA005 Application received / / / / 12/09/97 RECD JDA 12/12/97 8014 MSTA008 Permit. Created / / / / 12/12/97 DUNE B 12/12/97 BON MSTA010 Check for prel restrict. / / / / 12/12/97 PASS B 12/12/97 BON MSTA012 Plans routed to Plans Examiner / / / / 12/12/97 SENT B 12/12/97 BON MSTA026 Plans approved by Pln Examiner / / / / 12/15/97 PASS RT 1.2/15/97 ST2 MSTA030 Reviewed plans routed to DSTS / / / / 12/15/97 PASS PT 12/15/97 BT2 MSTA032 DST Post Review Completed / / / / 12/16/97 DONE B 12/lf/97 BON MSTA080 (F) Ready to issue / / / / 12/16/97 PASS B 12/16/97 BON MSTA092 (F) Issue combination permit / / / / 12/16/97 PASS B 12/16/97 BON MSTA095 Issue plumbing signatur- F(--m / / / / 01/08/99 OWN N/A 01/08/99 JT MSTA097 Issue lertric signatu / / / / 01/06/99 OWN N/A 01/08/99 JT MSTA155 Development conditions m / / / / / / 12/12/91 BON MSTA700 Erobion Control Insp 84• 144 / / / / / / 12/12/97 BON MSTA705 Footing Insp / / / / 06/01/98 8-1 need erosion control app DTS K8 06/01/98 KBS M-7.- provide app plane on site MSTA7S5 Footing Insp / / / / 06/02/98 M-1- poet at address APP RE 06/08/98 KBS 1-2- initial erosion control app 0-3- ufer tagg M-4- install low drain drain p-5- provide four N 4 vertical bars at masonry fireplace N-6- provide positive keyway at short stem walls N-7 cornere of structure surveyed MSTA705 Footing Insp / / / / 08/21/98 Footing at front entry stairs. PASS KS 06/30/98 J•H Framing 4 rough mechanical inspection after electrical and plumbing top out are approved. 113TA706 Foundation Insp / / / / 06/09/98 8 1- install holdowns as shown PASS KS 06/09/98 KBS 0-2- install anchor bolts sixe / spacing as shown M-l- provide undo_ floor drainage at 3 intrior fasting to low point www drrin j MSTA706 Foundation Insp / / / / 06/06/98 1. Provide detail location of hold - FAIL KS 06/1098 J•H down at shear panels. 2. Provide detail for reinforcing steel at retaining wall. MSTA707 Slab Insp / / / / 08/12/98 #1-1- slab on grade ya:age floor PASS KS 08/19/98 KBS MSTA710 Post/Beam Structural / / / / 03/10/99 PASS K8 03/10/99 KBS MSTA711 Poet/Beam Mechanical / / / / 03/1.0/99 PASS KS 03/10/99 KBS Page N,, 2 CASE HISTORY FOR '! SE N0.: MST97 0539 KRAVCHENKO, SRROKI 12510 SN MORNINOSTAR DR 03/10/99 Action Descrlpt.i�n RP's/ sclid/ Bnd/ Action Notes Disp By Update Upd code Sent DorA Dow Date By --- ....... ........ ....................................... --- ........ MSTA713 Crawl Drain/Backwater valve / / / / 06/15/98 Requires underfloor crawl drain before FAIL MS 06/16/98 J"H decking. MSTA717 PLM/Underfloor / / / / 06/15/90 Apt ed pending underfloor crawl drain FASB MF, 06/16/98 J-H before decking, call for reinspection. MSTA717 PLM/Underfloor / / / / 06/22/98 Mater Service needs insulation PART MS 03/10/99 KBS underfloor. Waste only, no water MSTA720 Mechanical Lnmp / / / / 08/24/98 1. Wall Around b vent at upper level - PASS KS 08/25/98 J•H check at framing 2. Add supports at gas piping (both) vertical at. horizontal. 3. Support ti-vent at horizontal above furnace. 4. ties piping pt test - 20 psi for 15 minutes, tagged. MSTA722 Plumb Top C.I,t / / / / 08/26/98 2-pages. FAIL RB 08/31/98 RB Part of this inspection shall be consideration for low point crawl drain, which was required before decking. Inspections re: rain drain, crawl drain and under-floor plumbing- each directed for this completion. INSTALL AS REQUIRED. Strap 1/2" home bib line at extericr wall of garage- 3' ctra. Maintain proper clearance for CPVC- adjacent to recessea lighting. Structural condition at sanitary line adjacent to slider. yMid-guide straps. Lees than 500 for water test. Secure flange/water line at master mshower. a J MSTA722 Plumb Top out / / / / 09/01/98 Crawl drain req'd At or before Final PART RS 09/01/98 RB Pl ,mbing. Verified w/ Mike Sheehan this dat, - if ok. MSTA721 Flectrical SP'vicP / / / / 09/08/08 PASS BRP 09/09/98 J"H Paqe No. 3 CASE HT STORY FOR CASE NO. : MST970539 KRAVCHENKO, SEROEI 12810 SM MORNINGSTAR DR 03/10/99 Act tun Description Rey/ Schd/ End/ Action Notes Di►; By Update Upd Code Sent Dore Done Date By MSTA72_1 Electrical Service / / / / 09/02/98 install i wire meterbase - use approved FAIL CD 09/03/98 CD clamp an rebar MSTA724 Electrical Rough In / i / / 09/Ja/98 Approved as noted: PASS BRP 09/09/98 .I•H 1. Panel schedule to be in permanent Ink. 2. Donot bond oas pipe. 3. Strip all romex, splice all ground wire make-up conductors. 4. Use no-alox on aluminum wire. 5. Se specftc on panel identification. 6. NOTE: Fan box at entry. MSTA724 Electrical Rouqh In / / / / 09/02/98 complete all splicing in boxes - FAIL CD 09/03/98 CD upstairs bath requires an outlet to serve each basin - complete wiring of disposal - sign permit label. Q. _m W J Page No. 4 CASE HISTORY FOR CASE NO.: msr97-OS39 KRAVCHENRO, SERGEI 12810 RN MORIIINaRTAR DR 03/10/99 Action Description Req% Rchd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By MSTA725 Framing Insp / / / / 09/09/98 1. remove wood forms at crawl space FAIL KS 09/11/98 J•H 2. need vapor barrier at crawl 3. king stud each side of girder at crawl 4. lateral support post at girder 6. strap splice at pony wall less than four feet 7. nail each side of triple joist at garage 9. provide full bearing under double joist at garage 10. positive connection glulam at garage to poet 11. nail each side of triple floor joist 12. positive connection 6"xlo" beam at kitchen to post also strap at each floor line 13. strap built up plates to header at kitchen 14. vent each rafter space at vault (kitchen) 15. Vent each rafter space at living rom upper lower 16. Provide full bearing under glulam at bedroom a2 17. Need attic access 18. Support under hips, valleys, ridge i mid points 19. Provide eave baffles 20. Need two inches clearance at chimney to roof sheathing also blor_k bolt chimney stairs (stake)? r 3 0 7 u Page No 5 CASE HISTORY FOR CASE. NO. MST97 0539 KRAVCHENKO, SERGE1 12810 SW MIIRNINGSTAR DR 03/10/99 Action Description Req/ Schd/ End/ Action Notes Disp By update Upd Code Bent Done Done Date By MSTA725 Framing Inep / / / / 09/11/98 Lateral support post at crawl space. FAIL KS 09/11/98 J•H Nail each side of triple joist at garage and others. Provide full bearing under double joist at garage. Nail each side of triple at family room. Vent each rafter space at vaulted ceilings. Also eave baffles (upper i lower) . Provide two inches clearance between chimney and roof. sheathing. Block joint space at chimney straps and bolt. Bedroom window at master bedroom docs not meet code for egress. MSTA725 Framing Irap / / / / 09/15/98 1. Letter from Empire Pacific for Master FAIL RC 09/16/98 J•H Bedroom window in file, check at final. 2. Provide bearing for double joist in garage. 3. Insulation contractor to provide baffles. 4. Fireblock at chimney. OKAY TO INSULATE. MSTA725 Framing Inep / / / / 09/18/98 PASS RC 09/20/98 J•H MSTA726 Shear Wall Inep / / / / 08/12/98 0.1 extend HDBA Lnldowns utility rm to PASS KS 08/19/98 KBS upper level will reckeck A framing MSTA72B Low Voltage / / / / 09/08/98 rough in PASS BRP 09/09/98 J-H ` MSTA730 Fireplace Inep / / / / 07/24/98 Okay to smoke shelf, spout masonry PART KS 07/28/98 J•H C block. Cells full. ti MSTA735 Gas Line Inep / / / / 08/24/98 TAG 304792 PASS KS 08/25/98 J-H 3 MSTA736 Gas Fireplace / / / / / / N/A 09/01/98 RB MSTA740 Insulation Inap / / / / 09/18/98 PASS RC 09/20/98 J•H uMSTA745 Gyp Board Inep / / / / 10/05/98 1. Ptairs at garage not built at this PART KS 03/10/99 KBS time. Provide complete separation between garage and dwelling. Will check at final inspection. MSTA745 Gyp Board Inep / / / / 03/10/99 LASS KS 03/10/99 KA:3 MSTA752 Rain drain Insp 11/04/98 / / 11/04/98 LASS Rb 11/04/98 J'H ps" 110. { CASE HISTORY FOR CASE NO.: MST97-0539 KRAVCHENKO, SKROEI 12810 GW MORNINGSTAR DR 01/10/10 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By MOTA750 (lain drain Inap / / / / 06/15/98 1. Around house only okay. PART M8 06/16/98 J•H 2. Requires underfloor crawl drain before decking MSTA761 Water Service Inap / / / / 11/04/98 PASS RB 11/04/98 J•H MSTA765 Appr/Sdwlk Inep / / / / 01/26/99 1. Maintain back of sidewalk elevation FAIL MW 01/26/99 VLN at 5 50 from face of curb. 2. Lower west side of catch ba , 3. Radius of approach (at gutter) needs to be re-termed. 4. Install wop holes (pipes) both sides of driveway. MSTA765 Appr/Sdwlk Insp / ( / / 01/27/99 Inspection card left on site this date PART MW 01/29/?9 VLN said "Pass". Per Mike W. change to "Part". Asphaltic concrete needs to be replaced in road. Call for re-inspection prior to placing of asphaltic concrete for paving limits. MSTA770 Misc. Inspection / / / / 08/10/98 VI garage slab not ready FAIL KS 08/11/98 KAS MSTA790 Electrical Final ! 1 1 ! 01/22/99 OFCI for jacuzzi not motor rated. FAIL RRP 01/25/99 B•P Kitchen receptacles do not comply with Art. 370-20, box setback, plate does not cover opening, does not seat flat on wall.flo receptacle in counter top or island. No signing label. Receptacles throughout home are loose, floating. Art. 410-56(e). MSTA190 Electrical Final / / / / 01/26/99 ADD ISLAND RECEPTACLE FAIL CD 01/2G/99 CD d MSTA790 Electrical Final / / / / 02/01/99 PASS BRP 02/02/99 CD MSTA795 Mechanical Final / / / / 01/22/99 VI- a/c unit not installed a this time PART KS 01/22/99 KSS condensor or electrical circuit MSTA795 Mechanical Final / / / / 03/03/99 # l- a/c unit not installed 0 this time PASS KS 03/04/99 KBS coils G line set only MSTA795 Mechanical Final / / / 03/10/99 N-1- A/C unit not installed a this time PASS KS 03/10/99 KBS MSTA797 Plumb Final i / / 01/08/99 OARAOE DOOR LOCKED and FRONT DOOR. FAIL. RB 01/08/99 RB LOCKED. Arrived at 1150 am. MSTA797 Plumb Final / / / / 01/15/99 PASS TLP 01/15/99 TLP Page No. 7 CASE HISTORY FOR CASE NO.: MST97-0539 KRAVCHENKO, SEROEI 12P10 SW MORNINGSTAR DR 03/t0/99 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By -- ----- ------------------------ ---—- ----- -- '------- -- ------------ ------ ---- --------- --- MSTA799 Building F / / / / 03/03/99 N-1 door 0 crawl space not installed ( FAIL KS 03/04/99 KBS located) in garage M-2- crawl drain not functional ( 1►rbge amount of standing water) 0 3 provide complete separation between garage 6 dwelling. gypsum not installed behind stairs #-♦ seal around penetrations garage 8 5- recover vapor barrier as needed 0 6 provide area well • range vent ext k-7 final erosion control app MSTA799 Building Final / / / / 03/00/99 0-1- corrections not completed )FAL KS 03/08/99 KBS MSTA799 Building Final / / / / 03/10/99 N-1- A/C unit not installed • this time. PASS KS 03/10/99 KBS line set only MSTA960 (F) Issue Cert, of occupancy / / / / 03/10/99 03/10/99 JT i i i /(uesasy,vraooer)d,imm w),1ren io uuc uewersoom P-rom vests voymms, pw)tb1Ui[f rage .f 01� L _—'- -e = V.P,Pro Tree £r Shn+b. 1211 SE 99th Ave Portland OR 97216 Ph#2610727 Cel.267 7165 October 12, 1999 Mr Sergei Kravchanko 12H 10 SW Morningstar Dr Tigard OR 97221 Dear Sergei. 1 inspected the trees(IK90.367),(JK90368) and found no damage done to either trunks of trees or roots,no fertilizing is necessary at this time and no root hormones should be applied. Best time for fertilizing is late winter or early spring. Lower section of tree*IK90367 has been deadwooded and no farther pruning should he performed at this time Tree#JK90368 should not be touched at this time due to excessive pruning by previous owner N3 more than 1/3 of the greenery should be taken off at one time(one!year). An orange barrier has been erected on 10 12 99 for farther protection of the trues Sincerely, Vaus PavkweL- Owner/Operator 80 WQfr9�f 1�L� t J RECEIVED SEP 2 91999 COMMUNITY DEVELOPMENT �W41 GeY FP11-1:10Hl ..l E NC`, ASO (T116 Ti_ A 50'.Z21 XV P. 002.00F HALSTEAD'S ARBORICULTURE °spffsorac and p�Pi6,vai,on of gees" CONSULTANTS OaysO r+,17prOp01 P S PO Pon 1'!!. tupAl.n OR 97OI'7 VNjrr (SQli N5 1163 Mr. Sergei Kravchenke August 29, 1999 12810 SW Morningstar Ur,vc Tigard, OR 97224 v 1 Reference Adderedum to iZ'c otf da+rd 9+/5.199 location• 11.510 SW 92"4Avt)nt.6 ligard, OR Subject Cam and Presean at:un 1 visited the Site today for the purl,!sr of inspecting trees numbered JK90367 and JK 9036R. l found them to be in similar conditiorf'ft mentioned in our report dated 95/99, (enclosed,' It appears now however that excavation will encroach within 12 fleet of the tree's trunks rather than the 15 feet of root none preservation recommended in tre previous report This will be possible from a preservation standpoint providing the following precautions are taken. 1. A qualified Certified Arbonst shall be on site during excavation within the limb spread(drip line) of these trees. 2. Any roots discovered during excavation are eared for per the resident r arboast direction. 3. Therapeutic root stimulants consisting of beneficial Mycorrhizab fungi spores, Soll ronditioning bacteria, N-f-K complete fertilizer and root hormones shall be applied as needed Altar excavation is cpmpleted 4 The trees will require a Class Il pnin;ng to reduce the wind sail as dimcted 44, by the resident arbonst. 5. As soon as possible after excava.tto i is completed an orange barner protection fence shall be emcted under the guidance of the resident arborist to allow the trees as rrmuch pmfe'ction as needed I If I can be of further assistance or if more technical information is needed please call me immediately 1 SinceRWh'comb I� Ph►clip Certified Artbonst CITY OF TIGARD DEVELOPMENT SERVICES 13125 SW Hall Blvd.,Tlpa►d,OR 97223(503)6394171 CERTIFICATE OF OCCUPANCY PERMIT #. . . . . . . r MS'T9'/ -051-4 DATE ISSUED1 03/ 10/99 PARCEL i 26104DD-00300 ';ITE ADURE5ri. . . 1A?fl10 SW MORNINGSTAR DR .�ULID I V 19 T ON. . . . a MOUNTAIN HIGHLANDS NO. ., Z ON I NG 1 R---4. 5 DLOCK. . . . . . . . . . 1 LOT. . r . . . . . . . . . . 1@41 JURISDIC,TIONITIO --------------------------------- 1-L.ASS OF WORK, 1 NE W TYPE OF URE. . . rSF VYPE OF CONSTR 1`3N 1.3C;CUPANCY GRP. e R,3 ()CCUPANC:Y LOAD u 2 1?emewrks 1 9F - Path 1 Owners ________.__....___._.__.......____.»______.__.__ 13ERBE I KRAVCHE:NKO taBIO 5W MORNINGSTAR OR 11GARD OR 17224 1'honei # 1_;ontrac:torl 9WNE R SIGNED RESPONSIBILITY FORM IN FILE Phone #1 7fty #. . e Chis CortificAte grants orrt.rponcy of the above referenced building or portion 1:hereof and confirms that the building has h9en inspected for compliance with ' he State of Oregon Specialty Codes for the gi oup, ocr.,upancy, and Lise undue I.shich the ,MeferAnced r^mit wos i ail_ted. 1AUI1_DING INSPECTOR UIL.DI Ci OFFICIAL/INSPECTION SUPERVISOP POST IN CONSPICUOUS PLACE: CITY OF TIGARD MASTER PM=RMIT DEVELOPMENT SERVICES PERMIT MST97- NIs539 DATE ISSUED:SUED% lc_12/16/97 13125 SW Hall Blvd.,Tigard,OR 97223 (503)6N4171 PARCEL: 2SI04DD083OO SITE ADDRESS. . . : 1281O SW MORNINGSTAR DR SUBDIVISION. . . . :MOUNTAIN HIGHLANDS NO. :3 ZONINGS R--4. 5 BL_DCK. . . . . . . . . . L-OT. . . . . . . . . . . . . ..041 JURISDICTION: Remarks: SF - Path I -_—_----_ ------------------------------------------ BUILDING ------- — -------- -- REISSUE: STORIES.......: 2 FLOOR AREAS---------- BASEMENT...: 1 if REQUIRED SETBACKS---- CLASS OF WORK.sNEW HEIGHT........: 23 FIRST....: 1137 if GARAGE.....: 608 if LEFT..........: 12 SW DETECTRSs Y TYPE OF USE...:SF FLOOR LOAD....: 41 SECOND...: 1148 if FRONT.........: 21 PARKINB SPACES: 2 TYPE OF CONSL OW DWELLING UNITSs I FIN89 ENT: 1 if RIGHT.......... 5 OCCUPANCY GRP.:R3 BDRM: 4 BATH: 3 TOTAL-------: 2285 sf VALUE..1: 163616 AFAR..........: 18 --____�._____ _----------_----------_--___..------- PLUMBING SINKS.........: 1 WATER CLOSETS.: 3 WASHING MACH...- 1 LAUNDRY TRAYS.: I RAIN MIN ft: 101 TRAPS.........: 1 LAVATORIES....: 5 DISHWASHERS...: 1 FLOOR DRAINS..: 1 SEWER LIME fts 10 SF RAIN DRAINS: 1 CATCH BASINS..: 1 TUB/SHOWERS...: 3 GARBAGE D19P..: 1 WATER Hl`ATERS.- I WATER LINE ft: 10 BCKFLW PAEVNTR: I GREASE TRAPS..: A OTHER FIILTURESs 1 --- ---------------—-------------—-------------------------- MECHANICAL ------ ---------------------- FUEL TYPES--------- FURN ( 111K ..s 8 BOIL/CMP ( 3HPs 1 VENT FANS.....: 4 CLOTHES DRYERS: 1 GAS FURN )=INK ..: 1 UNIT HEATERS..: t HOODS.........: 1 OTHER UNITS...: 1 MAX INP.: 1 BTU FLOOR FURNACES: 1 VENTS.........: 1 0 0STOVES....: 1 GAS OUTLETS...: I ----------------__---------------- ---------------- ELECTRICAL -----—-----------------------------------------------�..--- -RESIDENTIAL UNIT--- ---SERVICE/FEEDER-- --TEMP SRVCiFEEDERS-- ---BRANCH CIRCUITS--- ---M19CELLAIEQUS---- ---ADD'L INSPECTIONS-- 11/1 SF OR 1FSS: 1 1 - 211 alp..: 1 1 211 alp..: 1 W/SVC OR FDR..: 1 PUP/IRRIGATION: 1 PER INSPECTION: 1 EA ADD'L 51/9F.: 4 211 - 410 amp..: 1 211 4111 amp..: 1 1st W/O SVC/FDP,: 1 SIGN/OUT LIN LT: 1 PER HOUR......: 1 LIMITED ENERGY.: 1 01 - 611 amp..: 1 411 - 611 amp..: 1 EA ADDL BR CIA: 1 SIGNAL/PANEL...: 1 IN PLANT......: 1 MANF IM/SVC/FDR: 8 611 - 1111 amp.: 1 611+amps-1111 v: 1 MINOR LADE -11: 1 1111+ alp/volt.: 1 -----------_—_--__—_---_— PLAN REVIEW SECTION ------- Reconnect only.: 1 lr4 RES UNITS..: SVC/FDR)-M A.: ► 60 V NOMINAL: CLS AREA/SPC OCC: -----------------.-----.-----_-. - ----_w_—._____— ELECTRICAL. - RESTRICTED ENERGYA. SF RESIDENTIAL----------------- ----- B. COMMERCIAL- --- ----------------_ -- ------------_.—_— __ AUDIO L STEREO.: VACUUM SYSTEM..: AUDIO 1 STEREO.: FIRE ALARM.....: lx.:PCOM/PAGING: DUTDOOR LNDGC LT: BURGLAR ALPRM..: OTH: :: X BOILER.........: HVAC...........: LANDSCAPE/IRRIS: PROTECTIVE SIGMI_s GARAGE OPENER..: CLOCK..........: INSTRI ENTATIO1s MEDICAL........: OTHR: s: HVAC...........: DATA/TELE COMM.: NURSE CALLS....: TOTAL U SYSTEMS: 1 OKner: ----------------------------------Contractor: -------- --------------- TOTAL FEES:f 4844.85 SERGFI KRAYDEMIO WER This permit is subject to the regulations contained in the 8731 SW AVERY Tigard Municipal Code, State of Ore. Specialty Codes snd all TUALATIN OR 97162 other applicable lass. All work will be done in accordance with approved plans. This permit will expire if work is Phone 1: 817-8365 Phone 1s nct siart.4d within 181 days of issuance, or if the work is Reg 1..s 111111 suspended for more than 181 days. ATTENTION: Oregon law -------------.----------—.__--_--_-_-_ requires you to follow rules adopted by the Oregon Utility Notifiration Center. Those rules are set forth in OAR 952-111-1118 through OAR 952-111-11181. You may obtain copies of these rules Pr direct questions to OUNC by calling 1513)246-1987. ---------------------------------------------•------------ REQUIRED INSPECTIONS ------- - ---------- --- __._ Erosion Control Crawl Drain/Back Flectricai Rough Gas Line Insp Water Service In Building Final Footing Insp PLM/Underfloor Framing Insp Gas Fireplace Appy/9dwlk Insp _ Foundation Insp Mechanical Insp Shear Wall Insp Insulation Insp Electrical Final Post/Beam Struct Plumb Top Out Low Voltage Gyp Board Insp Mechanical Final _ Post/Beam MechenO�A ectrical Servi Fireplace Insp Rain drain Insp Plumb Final ISSN-sed By . `--' Permittee Signature: +++++++i++++++++++++++++++++++++++++++++++++++•r++++++++ 4-+4-++4++4.++++-#-++++ Call 639--4175 by 7:00 p. m. for an inspection needed the next business day �r CITY OF TIGARD DEVELOPMENT SERVICES SEWER CONNECTION 13125 SW Hdl Blvd.,npsrd,OR 81713 (503)8991171 PF RM I T PERMIT M. . . . . . . e SWR97-0426 � DATE ISSUEDs 12/16/97 SITE ADDRESS. . . t12810 SW MORNINGSTAR DR PARCEL: 2S104DD-08300 SUBDIVISION. . . . a MOUNTA I N HIGHLANDS NO. 3 Z ON I NG s R-4. 5 BLOCK. . . . . . . . . . LOT. - • . 1041 JURISDICTIONt URB -- ---------- ---------------------- --- -------------------------------------------• � TENANT NAME. . . . . :SERGEI KRAVCHENKO USA NO. . . . . . . . . . s FIXTURE UNITS. . . 1 0 CLASS OF WORK. . . :NEW DWELLING UNITS. . : 1 TYPE OF USE. . . . . eSF NO. OF BUILDINGS: 1 INSTALL TYPE. . , . :BUSWR IMPERV SURFACEs 0 sf Remarkst SF -- Path 1 Ownere ----------------------------------------------------- FEES --------------- KRAVCHENKO, SERGEI type amount by date recpt 8730 SW AVERY PRMT $ 2200. 00 B 12/16/97 97-•301792 TUALATIN OR 97062 INSP $ 35. 00 B 12/16/97 97-301792 Phone #: Cont ract or: ----------------------------_-- OWNER Phone 1!: f 2235. 00 TOTAL Reg M. . : -------- REQUIRED INSPECTIONS -------- This Applicant agrees to comply with all the rules and regulations Sewer Inspection �CIft f the Unified Sewage Agency. Tit permit expires 181 days from +fie date issued. The total amount paid will be forfeited if the permit expires. The Agency does nit guarantee the accuracy of the side sewer laterals. If the sewer ii not located at the measurement given, the installer shall prospect 3 feet in all directions from the distance given. If not so located, the installer shall purchase a 'Tap and Side Sewer' Permit and the Agency will install a lateral. ATTENTION: Oregon In requires you to follow rules adopted by the Oregon Utility Notification Center. Those rues are set forth in OAR p� 952-1181-/11 through OAR 952-M1-SBA, You ma-i obtain copies of _ ►" these rules or direct questions to O[K by calling (513)246-1987. i m Isao_ted by: Oft Permittee Signatures, J •'•+++++++++++t+++++++++++++++++++++++++++++++++++++• +++++•..+++++++++++++++++++ Call 639-4175 by 7:00 p. m. for an inspection needed business day +++•:++++++++++++++++•++++++++++++++++++++++++++++r•++++ ++++++++++++++++++++++++ i q ` Permit #: _f!I-�� 1.7=05� 1 Address: , - Issued by: _ - - - -Date: t_? ' - — - - Statement: information Notice to Property Owners About Construction Responsibilities Note: Oregon Law, ORS 701.0.55(4), requires residential construction permit arph- canis who are not registered with the Construction Contractors Board to sign the following statement before a building permit can be issued. This statement is required for residential building, electrical, mechanical, and plumbing permits. Licensed archite wt cmrl engineer applicants, e.rempt./rom registration under ORS 701.010(7), need nm .submit this statement. This statement will be filed with the permit. Dill in the appropriate blanks and initial boxes i and 2, and either box 3A or 313: 1. 1 own, reside in, or will reside in (tic completed structure. -�—J� 2. 1 understand that I must register as a construction contractor if the structure is sold or offered for sale before or upon completion. 3A. My general contractor is (Name) Contractor regis. # I will instruct my general contractor that all subcontractors '-)work on the structure must he registered with the Construction Contractors Board. OR 3B. i will be my own general contractor. 4 If I hire subcontractors, I will hire only subcontractors registered with the Construction Contractors �p Board. if i change my mind and hire a general contractor. i will contract with a contractor who is r� registered with the CCB and will immediately notify the office issuing this building permit of the -� narne of the contractor. ao �a w i hereby certify that the above information is correct and that I have read and do understand the Information Notice to Property Owners h4(Coruction Responsibilities on the reverse side of this form. (Signature of permit applicant) (Bate) (White c•opr to issuing agent Y permit fi;r, pink copy to applicant) w I nformation Notice to Property fawners About Construction Responsibilities A it. l his hiformalw)i Notictc to Propfrry Owners about Construction Responsibilities it, •developed by tht Constructinh Cnhttractors hoard in accordance with ORS 701.055(5). If you are acting as y ur own contractor to construct a new home or make a substantial improvement to an existin-structure, you can present many toblems by being aware of the following responsibiIitieA,,uj areas of concern, EMPLOYER RESPONSIBILITIES: If you hire persons not re 'stered with the Construction Contractors Board to do labor in constructing or assisting in the construction or improvemen of a residential structure,you will,in most instances,be ruled to be an employer and the penrle you hire will be employees. . the employer, you must comply with the following: Oregon's withholding tax law: s an employer,you imist withhold income taxes from employee vilages at the time employees etre paid. You will be liable for th tax payments even if you don't acttthlly withhold the tax rmm your employees. For more information,call the Oregon Dept. Revenue at 945-8091. Unemployment insurance tax: As an mployer,you are required to pay a tax for unemployment insurance purposes on the wages of all employees. For more infon tion,call the Oregon Employment Division at the Department of Human Resourc:s at 378-3524. Workers'compensation insurance: As an a loyer,you are subject to the Oregon Workers'Compensation Law,and thust obtain workers'compensation insurance for you mployees. If you fail to obtain workers'compensation insurance.you may he subject to penalties and will be liable for all clai ciet, if one or your emplb;,ees is injured on the job. For more infArtnation, call the Workers'Compensation Division at the Dep ment of Consumer and Butiness Services at 945-7888. U.S.internal Revenue Service: As an employer,you m t withhold federal income tax from employees'wages. You will be liable for the tax payment even if you didn't actually with lto the tax. For more information.call the Internal Revenue Scrvice tit 1-8(X)-829-1040. OTHER RESPONSIBILITIES A AREAS OF CONCERN: Code compliance: As the permit holder for this project,you are respons a for resolving any failure to meet code requirements that may be brought to your attention through inspections, , Liability and property damage insurance: Contact your insurance agent to c if you have adequate insurance coverage foo accident,i and omissions such as falling tools,paint overspray,water damage fro ipe punctures,fire,or work that must he re-done. 11 Time to supervise employees: Make sure you have sufficient time to supervise your ernl ees. Expertise: Make sure you have the expertise to act as your own general contractor,to coordinate th ork cif migh-in trod finkh y trades,and to notify building officials at the appropriate times so they can perform the required insp ' ns. if you have additional gctestions, write or call the Construction Coin actbrx Board(PO Box 141401 Salem,OR 07309-5052, 5031378-4621). The Board is located at 700 Summer St. NE Suite 300, in Salem. prop-own.pm4 1/94 J u "MY OF Plan\TIGARD Residential Building Permit Application neo�d Ry 13125 SW HALL BLVD. New Construction Additions or Alterations Dm f tilled TIGARD,OR 97223 Single Family Detached or Attached (Duplex) Di1i to p s• Data b DaT '>> ' Y 503-839-+1171 PenrtR e lQ r ►I F 503-884-7797 Print or Type Incomplete or illegible applications will not be accepted Name of Proiact Name k45- S---L t--' A01 0 Job Architect M Address Sftd o 971/ Name Q�Oe ,Q��C'ff� CM�IS S� .5 Name ll Owner Mau or.s s,.�7y�'`eQ -�/ tat� z P o Engineer moming Address -..e CMy tate Phone General Norm r ContractorJE'�' —� Q(,ll Describe work Addition O Alt rsuon O Rapalr O Mailing Address to b•don•: Prior to permit Additional Description of Work: Issuance,a copy Clty/State zip Phone of all licenses are required If Oregon Const.Cont.Board Exp.Date PROJECT / /expired -- expired in COT Lic.N VALUATION database Mechanical Name - NEW CONSTRUCTION ONLY: Sub- OW, er Sq. Ft. House: 22.0S- Sq. Ft.Garage 1609 Contractor Mailing Address Prior to perrnk Gomer Lot YES NO Flag Lot YES NO Issuance,a copy Clty/Stote `— zip Phone check one v---- check one of all licenses Restricted Audio/Stereo Burglar are required If Oregon Const.Cont.Board Exp.Daft Energy System Alarm expired In COT Lic.f Installation Garage Door HVAC database Plumbing NormO ner systems Sub- owner (chat*all that Other a Contractor Mailing Address WIII the electrical subcontractor wire for d YES NO restricted ens installations? ✓ a co Prior to City/State zip Phone Has the Subdivision Plat recorded? NIA YE NO Issuance,a copy of all licenses are O,egon Const.Cont.Board Exp.Date required It LIC.N Reissue of MST*. Solar Compliance expired in COT Calculatbn Attached database Plumbing Lic.N Exp.Date I hearby acknowledge that I have read this application,that the Q, Information given Is correct,that I am the owner or authorized agent of the owner,and that plans submitted are in compliance N Name with p Oregon State Was. Electrical Q Wner Sign is of owpor/Ag IIt� Q7 Sub- Mailing Address &±w Contact Person Name ^ Phone 0 m Contractor C / � CityJ3tate zip Phone W Prior to permitFOR OFFICE USE ONLY: J issuance,a copy PI 0 Me~ %1 of all licenses are Oregon Const.Cont.Board Exp.Date V ' dvV required If UC.ff Zone: i' Solar expired in COT _� _ ,s database Electrical Uc.>K Exp.Gate E gineering ppycysl:� Pla rVng Approval: TIF: lit I:BFREM.DOC (17S't') 4119? Box B. continued Box B: 2. Measure change in elevation from front property line to finished floor elevation. If the lot slopes up from the front lot line to the foundation,the figure is positive. If R the lot slopes down from the front lot line to the foundation,the figure is negative. 03 3. Measure distance from finished floor elevation to the affected peakleave. + ..'_ R 4. If the roof line runs North-South, deduct three feet. If the roof line runs East-West, R deduct nothing. 5. Subtract one foot for each foot of difference in elevation from the front property line to the rear property line, if the lot slopes up from the front to the rear. If the lot has no slope or slopes up from the rear to the front, deduct nothing. R 6. Total figure for box B: f5 ft Box C. Distance to the shade reduction line. Box Q 1. Measure the distance from the North property line to the foundation near the . It affected peaWeave. 2. Measure the distance from the foundation to the affected peak or eave. It 3. Total figure for box C: .L— .R It is most useful to draw a vertical line to represent the appropriate figure found In box'A'and a horizontal line to represent the appropriate figure found in box,'C'. The Intersection of the vertical and horizontal lines determines the value found in box"D'.The value in box'D'shot, i be compared to the value in box'8';if the value in box'8'is less than or equal to the value found In box'D',then the building is in compliance with the solar balance code. If you have any questions,please oonuct us at 639-1171,x304 or at the Community Development Counter. MAXI00,111101 11115RMIMp SHA09 POUR NMGHT a Pat+! Distance to North-south lot dimension(in feet) shade 100+ 95 90 85 60 75 70 65 9 0 SS 50 45 40 reduction line from northern lot ling tin feet) 70 40 40 40 41 42 43 44 65 38 38 38 39 40 41 42 43 60 36 36 36 37 38._39.__40.__._41__ 55 34 34 34 35 36 37 38 39 41 50 32 32 32 33 34 35 36 37 , 39 40 IL 45 30 30 30 31 32 33 34 35 I 37 38 39 N40 28 28 28 29 30 31 32 33 i 35 36 37 38 C 35 26 26 26 27 28 29 30 31 33 34 35 36 J 30 24 24 24 25 26 27 28 29 31 32 33 34 m 25 22 22 22 23 24 25 26 27 29 30 31 32 L72D 20 20 21 22 23 24 25 27 26 29 30 J 15 18 18 16 19 20 21 22 23 2S 26 27 28 10 16 16 16 17 18 20 21 23 24 2S 26 5 14 14 14 16 17 18 21 22 23 24 Box D. Maximum allowed shade point he t: feet h:WocAnancy%"tura\xAr.chp Revised 2126196 Solar Balance Mot Standard Worksheet Address Box A calculations: North-South dimension for the loL Box A: This dimension is determined by finding the midpoint of the North lot line and drawing an intersecting line perpendicular to that point. First, determine which property line is the North lot line. The North lot line is the line with the smallest angle from a line drawn east-west and intersecting the northern most point of the lot. 450-6- t North-South Dimension for Lot: Measure the distance from the midpoint of the North lot line to the South lot line along the described line. 61 feet t N HORMOL M MM0 4 > Box B calculations: Shade point height for your residence. Box B: 1. Determine whether measurements will be based on die peak or eave of your Which describes structure. The orientation of the ridge is also important. your residence? Im 1 a: If the roof line runs North-South, measurements will "N"HOM (circle one) be based on the peak of the roof. TO-5-ROT W bold Nom M*l :M)18 1 C 1 b: If the roof line runs East-West and the roof pitch is N less than 5/12, measurements will be based on the rr eave. w-h sua tww J m W 1c: If the roof line runs East-West and the roof pitch is 5/12 or steeper, measurements will be based on the tRr2 .. oeak. ,N 1 • `A ` 2 d 7 kAJf 4 Cis, ',z i rn 177CIO t�A 0 A � VL a Lo in �1 W Q. �- 77- �, CITY OF TIGARD BUILDING INSPECTION DIVISION MST 97 OS2 24-Hour Inspection Line: 639-4175 Business Lina: 639417 P Date Requested �U�� AMP _ BLD LocationSuite MEC Contact Person Ph PLM Contractor Ph SWR Tenant/Owner ELC _ Retaining Wall ELR Footing Access: Foundation FPS Fig Drain SON Crawl Drain Inspection Notes: Slab SIT Post&Beam — Ext Sheath/Shear Int Sheath/Shear Framing —_ Insulation Drywall Nailing k^We7-" 4./19I- /i'1.55► Le�rz cc Firewall -� Fire Sprinkler A/V gYM L-C-=n' Fire Alarm Susp'd Ceiling �-"�s!< /SiAcLG 610w �'�y`�✓'s7�`'Z Roof Misc: — ma T FAIL PLUMBING Post&Beam Under Slab _ Top Out Water Service Sanitary Sewer Rain Drains Final ^ PASS PART FAIL MECHANICAL Post S Beam Rough In Gas Line Smoke Dampers Final PASS PART FAIL ELECTRICAL Service _ Rough In UG/Slab Low Voltage Fire Alarm Final PASS PART FAIL SITE Backfill/Grading — - Sanitary Sewer Storm Drain ( ]Reinspection fee of$_ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin ( )Please call fnr reinspection RE: _ [ ]Unable to Inspect-no access Fire Supply Line ADA rn Approach/Sidewalk Date 3 A� — Inspector ifExt Other _ — Final PASS PART FAIL DO NOT REMOVE this Inspection record tMom the job site. Y a rl s o n Testing, Inc, Construction Inspection&Related Te! Geotechnical Consult( P.O. Box 23814 February 18, 1997 Tigard. Oregon 97281 Phone(503)884.3460 CTI JOB N0. 96-6022 FAX(503)684-0954 Cascade Communities, Inc. 13535 SE 145th Avenue Clackamas, OR 97015 FINAL REPORT OF EARTHWORK OBSERVATION AND TESTING MOUNTAIN HIGHLANDS III TIGARD, OREGON Reference: MORNINGSTAR PROJECT, SOILS AND GRADING REPORT, Oakley Engineering,Inc., April 28, 1994. Carlson Testing Inc. (CTI), has conducted on-call inspection services for the earthwork at the above residential development. This final letter briefly summarizes our observations and testing during construction, and the as-built soil conditions to the best of our know) letter also provides recommendations for foundation design and soil edge. This construction of the single-family homes. guidelines during SITE PREPARATION AND FILL PLACEMENT Based on our visual observations and our density test results, after stripping vegetation and topsoil,engineered fill using on-site soil was moisture-conditioned and placed on the following areas to a maximum depth of approximately 15 feet: Lots 42 to 49 Based on the in-place soil density results and our visual observations, it is our opinion that the engineered fill on the above lots was generally placed in conformance with the stand the City of ards of Tigard. t Lots 26 to 41 and 50 to 52 are cut lots or lots left n*4r natural grade. G The backfill placed in the sanitary sewer easement between Lots 46 and 47 and to the laterals K was not compacted and has settled more than one foot. m STRIPPINGS AND/OR EXCESS FILL 3 v Based on our observations, it appears that most of the topsoil strippings and other unsuitable fill material was removed from the site. The strippings were stockpiled very high on Lots 47 a through 51 before 'hey were apparently removed. During our site visit on 2-14-97 it w observed that approx;�*+ately 12 inches of trench spoils and o as s the fronts of toots 42 to 52. There is a 2 to 3 foot high debris pile on the front of Lot 33 in the northwest corner. CTI 96-6022 Page 2 of 4 SLOPE STABILITY The original geotechnical investigation for this project was performed by others. CTI engineers observed the base of the fill placed along Lot boundaries 43/44 and 44/45 which Included subdrains and were started with quarry run fill material before any soil fill was placed. The subdrains are flowing presently and these fills have performed well this winter compared to nearby natural slopes. We also observed the recent slope repairs on Lots 43, 46 and between Lots 28 and 29. More recently a new failure, initiated by excessive uphill storm runoff has occurred just east of Lot 29. Generally, the slopes near the creek become less stable up-canyon or in the southerly direction. We do not anticipate any stability concerns on Lots 47 through 52. Lots 31 through 34 have fill placed during previous phases and some thin dumped fill by builders; shallow slope creep was noted on Lots 31 and 34. Lots 30 and 35 through 41 will likely require cuts to construct future homes. We recommend that these cuts be made in the summertime to minimize the potential for adversely affecting existing residences above; any cut exceeding 8 feet *Fn depth should be observed by a geotechnical engineer during excavation. The following Lots should definitely require a lot-by-lot geotechnical review: Lots 26-29 and 42 tduough 48 We anticipate that Lots 26,and 27,may be founded on spread foundations, with some special considerations. These lots would be more stable with daylight basement homes. Lot 29 may likely be founded on spread foundations with a proper setback from the east slope where a recent failure occurred. Lots 28,and 42 through 46,are more steeply sloping or are very near Steep slopes that have a moderate to high probability of failing in the future; these lots may require deep foundations or horizontal anchors to improve stability or they may be founded on spread foundations, subject to a geotechnical engineer's review. HOUSE EXCAVATION GUIDELINES We anticipate deeper than typical foundation excavation depths on most of the lots due to the sloping nature of the site. If excavated material is spread around the lot and is expected to support appurtenant structures such as deck footings and sidewalks, it should be placed, compacted, and tested as engineered fill. Under no circumstances should nonengineered fill be placed without observation over ground sloping steeper than 20 percent, or on flat ground more than 3 feet deep. CTI 96-6022 Page 3 of 4 STANDARD FOUNDATION RECOMMENDATIONS The proposed residential buildings on simple, relatively flat lots, will likely be founded on shallow spread footings bearing on competent native soils or engineered rill. Spread footing design and construction should generally conform to Chapter 4 of the CABO One and Two Family Dwelling Code (CABO), except where we specifically recommend otherwise. For protection against frost heave, spread footings on nonexpansive soils should have a minimum embedment depth of 12 inches for exterior grades on level ground. The recommended minimum widths for continuous wail footings are tabulated below: Minimum Width for No. of Stories Continuous Footing (floors supported) (in) 1-story 12 2-story 15 3-story 18 We anticipate that the allowable bearing pressure can be taken as 1,500 lb/ft: for footings bearing on competent native subsoils or engineered flll to a maximum of 15 kips for column footings. ZZ heavier column bads and msg= ch , a Sob Engineer should be carsyktd.-The coefficient of friction between on-site soil and poured-in-pace concre a may be ta..jn as 0.40. The maximum anticipated total and differential footing movements (generally from soil expansion and/or settlement)are 1 inch and 1f inch over a span of 20 feet, respectively. ��Qdr� e I I CTI 96-6022 Page 4 of 4 CLOSING AND LIMITATIONS Our reports pert,into the materials tested/inspected only. This letter lhguld be made available to each auiider in the develooment• however. inf ion contained herein is rot to be reproduced. exc2Ut in fulLwithoot cxior authorization from this oMM This letter should not be construed to relieve or lessen the responsibility of the contractor or owner s site representative for this site work, but is proAded for the minimum required governmental assurance. Our support was given on an as-needed basis as requested. If conditions are encountered during foundation excavation which differ from this report, then the developer(Cascade Communities,Inc.), the contractor (Clearwater Construction), and CTI should be allowed to review the condition before corrective actions are taken. Corrective work performed by the builder without notifying the above parties will be interpreted as an acceptance of the conditions encountered. Respectfully submitted, CARLSON TESTING, INC. GINE E,Q ssio 14743 OREGON 23. Ag%��, ES 0. tMe Exf,. -3p-f James D. Imbrie, P.E. q, Geotechnical Engineer JLK Attachments: Summary report of in-place soil density tests cc: City of Tigard Clearwater Construction Company